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Steel-Framed Rocking Structural Systems for Moderate Seismic Zones
Incorporating a rocking mechanism into steel frames, concrete shear walls, or masonry piers has been shown to reduce the amount of seismic base shear that a lateral resisting system is required to resist. Rocking structural systems have therefore been developed primarily for high seismic regions. The benefits provided by allowing rocking are, however, also advantageous in moderate seismic zones. This paper summarizes previous research on the seismic behavior of steel-framed rocking systems and examines the application of the rocking mechanism to steel frames in moderate seismic zones by analyzing an example braced frame with and without allowing column uplift.
Steel-Framed Rocking Structural Systems for Moderate Seismic Zones
Incorporating a rocking mechanism into steel frames, concrete shear walls, or masonry piers has been shown to reduce the amount of seismic base shear that a lateral resisting system is required to resist. Rocking structural systems have therefore been developed primarily for high seismic regions. The benefits provided by allowing rocking are, however, also advantageous in moderate seismic zones. This paper summarizes previous research on the seismic behavior of steel-framed rocking systems and examines the application of the rocking mechanism to steel frames in moderate seismic zones by analyzing an example braced frame with and without allowing column uplift.
Steel-Framed Rocking Structural Systems for Moderate Seismic Zones
Eatherton, Matthew (Autor:in) / Hajjar, Jerome F. (Autor:in) / Deierlein, Gregory G. (Autor:in) / Ma, Xiang (Autor:in) / Billington, Sarah (Autor:in) / Krawinkler, Helmut (Autor:in)
Structures Congress 2009 ; 2009 ; Austin, Texas, United States
Structures Congress 2009 ; 1-9
29.04.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Steel-Framed Rocking Structural Systems for Moderate Seismic Zones
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